3Kramer R T. General report [ A]. Proceedings of the Sixteenth Congress on Large Dams [ C]. Vol. 2, Q61, San Francisco, USA, 1988. 1191 - 1253.
4EAAW 83/96. Empfehlungen far die Ausftihrung von Asphaltarbeiten im Wasserbau [ S]. Deutsche Gesellschaft fur Geotechnik e.V. (DGGT), 1996.
5Schonian E. The shell bitumen hydraulic engineering handbook[M] .Shell International Petroleum Company Ltd., 1999.
6EAAW 2007. Empfehlungen far die Ausfuhrung yon Asphaharbeiten im Wasserbau [ S]. Deutsche Gesellschaft fur Geotechnik e.V. (DGGT), 2007.
7Kasatkin Yu N, Pirbudagov K S , Red' kin V A. Operational features and control of behavior of diaphragm from poured asphalt concrete in the earthfill darn of the Irganaisk HPP[J]. Power Technology and Engineering, 2004,38(2) : 79 - 83.
8Duncan J M , Chang C Y. Nonlinear analysis of stress and strain in soils[J]. J. Soil Mech. Found. Div. , ASCE, 1970, 96(SM 5) : 1629 - 1653.
9Le Coroller A , Bienaime C. Approach to bituminous core behavior by finite element model computation[ A] . ICOLD 16th Congress[C]. San Francisco, 1988, Q61, R54, Vol. Ⅱ, 997-1027.
10Nakamura Y , Okumura T , Narita K , Ohne Y. Improvement of impervious asphalt mixture for high ductility against earthquake excitation, New Developments in Dam Engineering[A]. 4th International Conference on Dam Engineering [C]. Nanjing, 2004. 647 - 656
